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Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms

Di xue qian yuan., 2021-01, Vol.12 (1), p.441-452

2021

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Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement

Computers and geotechnics, 2024-05, Vol.169, p.106181, Article 106181

2024

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Time development of clear-water scour around a pile foundation: Phenomenological theory of turbulence-based approach

Coastal engineering (Amsterdam), 2024-06, Vol.190, p.104511, Article 104511

2024

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Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability

Journal of hydrodynamics. Series B, 2017-10, Vol.29 (5), p.763-773

高福平

2017

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Instability and Failure of Subsea Structures

Journal of marine science and engineering, 2022-08, Vol.10 (8), p.1001

2022

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Physical modeling of local scour development around a large-diameter monopile in combined waves and current

Coastal engineering (Amsterdam), 2014-01, Vol.83, p.72-81

2014

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Failure mode and dynamic response of a double-sided slope with high water content of soil

Journal of mountain science, 2018-04, Vol.15 (4), p.859-870

2018

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Wave‐Current Coupling Effects on the Variation Modes of Pore Pressure Response in a Sandy Seabed: Physical Modeling and Explicit Approximations

Journal of geophysical research. Oceans, 2023-02, Vol.128 (2), p.n/a

2023

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Triggering mechanics for transverse vibrations of a circular cylinder in a shear flow: Wall-proximity effects

Journal of fluids and structures, 2022-01, Vol.108, p.103423, Article 103423

2022

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Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism

Bulletin of engineering geology and the environment, 2018-08, Vol.77 (3), p.1069-1080

2018

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A LSTM surrogate modelling approach for caisson foundations

Ocean engineering, 2020-05, Vol.204, p.107263, Article 107263

2020

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Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed

Ocean engineering, 2018-04, Vol.153, p.412-423

2018

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Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag

Ocean engineering, 2022-06, Vol.253, p.111315, Article 111315

2022

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Evaluation for Allowable Span Length of a Submarine Pipeline Considering VIV Hysteresis Effect

International journal of offshore and polar engineering, 2021-09, Vol.31 (3), p.325-332

2021

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Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder

Physics of fluids (1994), 2022-01, Vol.34 (1)

2022

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Physical modelling of local scour at twin piles under combined waves and current

Coastal engineering (Amsterdam), 2019-01, Vol.143, p.63-75

2019

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Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models

Coastal engineering (Amsterdam), 2019-05, Vol.147, p.89-98

2019

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Tidal currents-induced scour development around pile foundations: Effects of flow velocity hydrograph

Coastal engineering (Amsterdam), 2024-08, Vol.191, p.104533, Article 104533

2024

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A modified criterion for wave-induced momentary liquefaction of sandy seabed

Theoretical and applied mechanics letters, 2015-01, Vol.5 (1), p.20-23

2015

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Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect

Ocean engineering, 2023-07, Vol.279, p.114490, Article 114490

2023

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Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling

Applied ocean research, 2020-02, Vol.95, p.102024, Article 102024

2020

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Phase-lag effect on the instantaneously-liquefied seabed depth under progressive waves: Explicit approximations

Applied ocean research, 2024-06, Vol.147, p.103965, Article 103965

2024

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Bearing capacity of spudcan foundations in a spatially varying clayey seabed

Ocean engineering, 2017-10, Vol.143, p.97-105

2017

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Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed

Coastal engineering (Amsterdam), 2023-01, Vol.179, p.104229, Article 104229

2023

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Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed

Ocean engineering, 2023-01, Vol.268, p.113392, Article 113392

2023

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Intelligent modelling of clay compressibility using hybrid meta-heuristic and machine learning algorithms

Micromechanical analysis of pipeline-soil interaction in unsaturated granular soil undergoing lateral ground movement

Time development of clear-water scour around a pile foundation: Phenomenological theory of turbulence-based approach

Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability

Instability and Failure of Subsea Structures

Physical modeling of local scour development around a large-diameter monopile in combined waves and current

Failure mode and dynamic response of a double-sided slope with high water content of soil

Wave‐Current Coupling Effects on the Variation Modes of Pore Pressure Response in a Sandy Seabed: Physical Modeling and Explicit Approximations

Triggering mechanics for transverse vibrations of a circular cylinder in a shear flow: Wall-proximity effects

Lateral instability and tunnel erosion of a submarine pipeline: competition mechanism

A LSTM surrogate modelling approach for caisson foundations

Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed

Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag

Evaluation for Allowable Span Length of a Submarine Pipeline Considering VIV Hysteresis Effect

Quantifying the spatiotemporal evolution of the turbulent horseshoe vortex in front of a vertical cylinder

Physical modelling of local scour at twin piles under combined waves and current

Combined wave-current induced excess pore-pressure in a sandy seabed: Flume observations and comparisons with theoretical models

Tidal currents-induced scour development around pile foundations: Effects of flow velocity hydrograph

A modified criterion for wave-induced momentary liquefaction of sandy seabed

Response spectra for transient pore-pressure in a sandy seabed under random waves: Frequency-filtering effect

Uplift soil resistance to a shallowly-buried pipeline in the sandy seabed under waves: Poro-elastoplastic modeling

Phase-lag effect on the instantaneously-liquefied seabed depth under progressive waves: Explicit approximations

Bearing capacity of spudcan foundations in a spatially varying clayey seabed

Combined nonlinear wave and current induced instantaneously-liquefied soil depth in a non-cohesive seabed

Stochastic analysis on the lateral buckling of a HPHT pipeline considering the spatial variability of seabed

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